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Stress Calculated in Crack Control Calculator

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Crack Control of Flexural Members

✖Crack Control Limits can be described when reinforcement is subjected to high stresses so that there is control limits for cracks.ⓘ Crack Control Limits [z]			+10% -10%
✖Thickness of Concrete Cover can be described as the length of concrete cover measured from extreme tension surface to center of bar closest to that surface.ⓘ Thickness of Concrete Cover [d_c]			+10% -10%
✖Effective Tension Area of Concrete can be described as the area surrounding main tension reinforcement.ⓘ Effective Tension Area of Concrete [A]			+10% -10%

✖Stress in Reinforcement can be defined as the force applied along an the reinforcement upon a cross sectional area of reinforcement.ⓘ Stress Calculated in Crack Control [f_s]

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Stress Calculated in Crack Control Solution

STEP 0: Pre-Calculation Summary

Formula Used

Stress in Reinforcement = Crack Control Limits/(Thickness of Concrete Cover*Effective Tension Area of Concrete)^1/3
f_s = z/(d_c*A)^1/3
This formula uses 4 Variables

Variables Used

Stress in Reinforcement - (Measured in Pascal) - Stress in Reinforcement can be defined as the force applied along an the reinforcement upon a cross sectional area of reinforcement.
Crack Control Limits - (Measured in Newton per Meter) - Crack Control Limits can be described when reinforcement is subjected to high stresses so that there is control limits for cracks.
Thickness of Concrete Cover - (Measured in Meter) - Thickness of Concrete Cover can be described as the length of concrete cover measured from extreme tension surface to center of bar closest to that surface.
Effective Tension Area of Concrete - (Measured in Square Meter) - Effective Tension Area of Concrete can be described as the area surrounding main tension reinforcement.

STEP 1: Convert Input(s) to Base Unit

Crack Control Limits: 900 Pound-Force per Inch --> 157614.151720995 Newton per Meter (Check conversion here)
Thickness of Concrete Cover: 1000.3 Inch --> 25.4076200001016 Meter (Check conversion here)
Effective Tension Area of Concrete: 1000.2 Square Inch --> 0.645289032005162 Square Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

f_s = z/(d_c*A)^1/3 --> 157614.151720995/(25.4076200001016*0.645289032005162)^1/3

Evaluating ... ...

f_s = 3204.46612807296

STEP 3: Convert Result to Output's Unit

3204.46612807296 Pascal -->3.20446612807296 Kilonewton per Square Meter (Check conversion here)

FINAL ANSWER

3.20446612807296 ≈ 3.204466 Kilonewton per Square Meter <-- Stress in Reinforcement

(Calculation completed in 00.007 seconds)

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Home » Engineering » Civil » Structural Engineering » Concrete Structures » Behaviour in Flexure » Analysis using Limit State Method » Serviceability Limit States Deflection and Cracking » Crack Control of Flexural Members » Stress Calculated in Crack Control

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< Crack Control of Flexural Members Calculators

Equation for Crack Control Specific Limits

LaTeX Go Crack Control Limits = Stress in Reinforcement*(Thickness of Concrete Cover*Effective Tension Area of Concrete)^(1/3)

Stress Calculated in Crack Control

LaTeX Go Stress in Reinforcement = Crack Control Limits/(Thickness of Concrete Cover*Effective Tension Area of Concrete)^1/3

Stress Calculated in Crack Control Formula

LaTeX Go

Stress in Reinforcement = Crack Control Limits/(Thickness of Concrete Cover*Effective Tension Area of Concrete)^1/3
f_s = z/(d_c*A)^1/3

How to Calculate Stress in Crack Control?

Stress in crack control can be calculated by service loads acting upon the area of the reinforcement.

How to Calculate Stress Calculated in Crack Control?

Stress Calculated in Crack Control calculator uses Stress in Reinforcement = Crack Control Limits/(Thickness of Concrete Cover*Effective Tension Area of Concrete)^1/3 to calculate the Stress in Reinforcement, The Stress Calculated in Crack Control is defined as the stress induced when service loads are acting on the reinforcement. Stress in Reinforcement is denoted by f_s symbol.

How to calculate Stress Calculated in Crack Control using this online calculator? To use this online calculator for Stress Calculated in Crack Control, enter Crack Control Limits (z), Thickness of Concrete Cover (d_c) & Effective Tension Area of Concrete (A) and hit the calculate button. Here is how the Stress Calculated in Crack Control calculation can be explained with given input values -> 0.003561 = 157614.151720995/(25.4076200001016*0.645289032005162)^1/3.

FAQ

What is Stress Calculated in Crack Control?

The Stress Calculated in Crack Control is defined as the stress induced when service loads are acting on the reinforcement and is represented as f_s = z/(d_c*A)^1/3 or Stress in Reinforcement = Crack Control Limits/(Thickness of Concrete Cover*Effective Tension Area of Concrete)^1/3. Crack Control Limits can be described when reinforcement is subjected to high stresses so that there is control limits for cracks, Thickness of Concrete Cover can be described as the length of concrete cover measured from extreme tension surface to center of bar closest to that surface & Effective Tension Area of Concrete can be described as the area surrounding main tension reinforcement.

How to calculate Stress Calculated in Crack Control?

The Stress Calculated in Crack Control is defined as the stress induced when service loads are acting on the reinforcement is calculated using Stress in Reinforcement = Crack Control Limits/(Thickness of Concrete Cover*Effective Tension Area of Concrete)^1/3. To calculate Stress Calculated in Crack Control, you need Crack Control Limits (z), Thickness of Concrete Cover (d_c) & Effective Tension Area of Concrete (A). With our tool, you need to enter the respective value for Crack Control Limits, Thickness of Concrete Cover & Effective Tension Area of Concrete and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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